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ii <br /> RAD I S FRam uSr <br /> CPT#5 <br /> ND <br /> RTH <br /> CALTRANS HIGHWAY 4 R/W <br /> CPT#4 <br /> ND <br /> 0 CPT#6 <br /> loo, ND <br /> CPT #3 <br /> D <br /> SIDEWALK <br /> FOU USf"\WHEN DR IN MW#4 <br /> TANK EXCAVATION I L <br /> C LAFA STREET <br /> 07 <br /> ��,000p CPT #3 <br /> 5,600, p lo -21y,000ppi. - <br /> 24,000,pplo)K <br /> L 11 <br /> #1 Y ELT E <br /> MW #i��R plox I <br /> SIDEWALK <br /> 1 \' <br /> CPT#,7 'I <br /> M W ]5 � <br /> ND ? M\J#,6 MW #IR <br /> EW—\,i0026,0-0'OPPI) :0 MW#8D M #8S <br /> ND <br /> - MW #3R <br /> 62 M W#3 ---Q!L--TAiNq K X C!, <br /> MW#7s <br /> L3 <br /> Z <br /> BUILDING <br /> A=CPT DATA PRORATED 75% FOR PUMP AND TREAT. <br /> FIRST WATER 29,5/ TO 40/ <br /> CONCENTRATION CONTOUR MAP OF TPHg _ <br /> SCALE: 1'= 50' <br /> EXISTING MONITORING WELLS & CPT"s <br /> OLIVAREZ PROPERTY 300 S. CALIFORNIA STREET <br /> ENGINEERING CONSULTANT — FOOTHILL ENGINEERING <br /> DATE 2/22/00 (moclifleol 12/18/08) <br />